|
|
|
Çѱ¹Áö¹Ý°øÇÐȸ / v.25, no.8, 2009³â, pp.65-76
|
Brazilian½ÃÇèÀ» ÀÌ¿ëÇÑ ÀÏÃà¾ÐÃà°µµ¿Í ź¼º°è¼öÀÇ ÃßÁ¤(II)
( Estimation of Uniaxial Compressive Strength and Elastic Modulus from Brazilian Test ) |
| ¹Î´ö±â;¹®Á¾±Ô;³ëÀç¼ú; ¿ï»ê´ëÇб³ °ø°ú´ëÇÐ °Ç¼³È¯°æ°øÇкÎ;µ¿¸í±â¼ú°ø´Ü(ÁÖ);(ÁÖ)¼ö¼ºENG, ¿ï»ê´ëÇб³ °ø°ú´ëÇÐ;
|
|
|
 |
|
| |
| ÃÊ ·Ï |
| º» ¿¬±¸´Â Brazilian ½ÃÇè°á°ú¸¦ ¸Å°³·Î ÀÏÃà¾ÐÃà°µµ¿Í ź¼º°è¼ö¸¦ ÃßÁ¤ÇÒ ¼ö ÀÖ´Â °æÇè½ÄÀ» ȼº¾ÏÀÇ ´ëºÎºÐÀ» ±¸¼ºÇϴ Ȱ¾Ï, ¾È»ê¾Ï ¹× À¯¹®¾ÏÀ» ´ë»óÀ¸·Î µµÃâÇÏ¿´´Ù. ±âÁ¸ °£Æí½Ä(Á¡ÇÏÁß °µµÁö¼ö, Schmidt hammer Ÿ°Ý¹ý)À¸·Î µµÃâµÈ °á°ú¿Í ºñ±³, °ËÁ¤À» ÇÏ¿© ÁÁÀº »ó°ü¼º°ú ½Å·Ú¼ºÀ» È®ÀÎÇÏ¿´±â¿¡ Brazilian ½ÃÇèÀº ÀÏÃà¾ÐÃà°µµ¿Í ź¼º°è¼ö¸¦ ÃßÁ¤ÇÒ¼ö ÀÖ´Â ¶Ç ÇϳªÀÇ °£Á¢¹æ¹ýÀ¸·Î »ç·áµÈ´Ù. ƯÈ÷ ÁöÁú Á¶»ç½Ã ¾òÀº Á¦ÇÑµÈ ÄÚ¾î·Î ÀÎÇÏ¿© Á÷Á¢½ÃÇèÀÌ ¾î·Á¿î °æ¿ì¿¡µµ º» ¿¬±¸¿¡¼ Á¦½ÃÇÏ´Â ¹æ¹ýÀÌ È¿À²¼ºÀÌ ÀÖÀ» °ÍÀ¸·Î »ç·áµÈ´Ù. |
|
| Little attention has been paid to Brazilian test for the estimation of uniaxial compressive strength and elastic modulus of rocks as an indirect method despite high availability of civil engineering parameters. This paper employed Brazilian test value to estimate two parameters of igneous rocks (granite, andesite, rhyolite) of Korea. High reliability of Brazilian test has been supported by the conclusions drawn from point load test and Schmidt hammer strike values. It has also been found that this method can be applied easily and rapidly to the estimation of uniaxial compressive strength and elastic modulus of rock cores when direct tests are not available. |
| |
| Ű¿öµå |
| Andesite;Brazilian test;Correlation;Granite;Uniaxial compressive strength; |
| |
|
|
 |
|
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.25, no.8, 2009³â, pp.65-76
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200931559903670)
¾ð¾î : Çѱ¹¾î |
|
| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
|
|
|
|
|
|